00798869

Component

https://doi.org/10.3141/1699-02

http://scholar.google.com....+Wu&publication_year=2000

A jointed concrete pavement rating system based on sampling and quantitative surface distress data was developed several years ago for North Carolina. This rating system has been adopted by the pavement management system for the priority ranking of projects. The first attempt to develop a similar rating system for continuously reinforced concrete (CRC) pavement was made with no fruitful results. There remains an urgent need for a comparable CRC rating system for project ranking. Another attempt that used a different approach was made. A linear regression equation was developed, and the correlation with experts' rating was reasonably good.

This paper appears in Transportation Research Record No. 1699, Pavement Management and Monitoring.

English

p. 11-15

2000

Transportation Research Record

0309066778

Figures (4) ; References (4) ; Tables (1)

Condition surveys; Continuously reinforced concrete pavements; Expert evidence; Linear regression analysis; Pavement management systems; Quantitative analysis; Ratings; Strategic planning

Projects

North Carolina

Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces

TRIS, TRB, ATRI

Sep 7 2000 12:00AM

• ACCURACY OF WEATHER DATA IN LONG-TERM PAVEMENT PERFORMANCE PROGRAM DATABASE
• APPLYING ECONOMIC CONCEPTS FROM LIFE-CYCLE COST ANALYSIS TO PAVEMENT MANAGEMENT ANALYSIS
• ARTIFICIAL NEURAL NETWORK FOR ENHANCING SELECTION OF PAVEMENT MAINTENANCE STRATEGY
• DEVELOPMENT OF PAVEMENT TYPE EVALUATION PROCEDURE FOR TEXAS DEPARTMENT OF TRANSPORTATION
• EARLY EVALUATION OF LONG-TERM PAVEMENT PERFORMANCE SPECIFIC PAVEMENT STUDIES-2, COLORADO
• EVALUATION OF ACCURACY OF SURFACE PROFILERS
• EVALUATION OF RELATIONSHIP BETWEEN PROFILOGRAPH AND PROFILE-BASED ROUGHNESS INDEXES
• FORECASTING OF PAVEMENT CRACK PERFORMANCE WITH ADAPTIVE FILTER MODEL
• INCORPORATING ROAD SAFETY INTO PAVEMENT MANAGEMENT
• INVESTIGATION OF RELATIONSHIP BETWEEN ROUGHNESS AND PAVEMENT SURFACE DISTRESS BASED ON WESTRACK PROJECT
• LABORATORY CALIBRATION AND IN SITU MEASUREMENTS OF MOISTURE BY USING TIME-DOMAIN REFLECTOMETRY PROBES
• MECHANISTIC ROUGHNESS MODEL BASED ON VEHICLE-PAVEMENT INTERACTION
• PLANNING AND IMPLEMENTATION OF A MANAGEMENT SYSTEM FOR UTILITY CUTS
• PROPOSED PAVEMENT PERFORMANCE MODELS FOR LOCAL GOVERNMENT AGENCIES IN MICHIGAN
• PUBLIC PERCEPTIONS OF WISCONSIN PAVEMENTS AND TRADE-OFFS IN PAVEMENT IMPROVEMENT
• ROAD USER COST MODELS FOR NETWORK-LEVEL PAVEMENT MANAGEMENT
• SIMULATION MODEL FOR CALCULATING PAVEMENT TEMPERATURES INCLUDING MAXIMUM TEMPERATURE
• SOLUTION OF PAVEMENT DETERIORATION EQUATIONS BY GENETIC ALGORITHMS
• STRUCTURED APPROACH TO MANAGING QUALITY OF PAVEMENT DISTRESS DATA: VIRGINIA DEPARTMENT OF TRANSPORTATION EXPERIENCE
• USING DURATION MODELS TO ANALYZE EXPERIMENTAL PAVEMENT FAILURE DATA
• USING PAVEMENT MANAGEMENT SYSTEM CONCEPTS TO DETERMINE THE COST AND IMPACT OF UTILITY TRENCHING ON AN URBAN ROAD NETWORK